鲍永涛, 陆萍, 赵滇生. 求解无斜腹杆桁架的一种新近似法[J]. 力学与实践, 2006, 28(4). DOI: 10.6052/1000-0992-2005-301
引用本文: 鲍永涛, 陆萍, 赵滇生. 求解无斜腹杆桁架的一种新近似法[J]. 力学与实践, 2006, 28(4). DOI: 10.6052/1000-0992-2005-301
bao & strXing &, . A NEW APPROXIMATE METHOD FOR ANALYSIS OF THE TRUSS WITHOUT DIAGONALS[J]. MECHANICS IN ENGINEERING, 2006, 28(4). DOI: 10.6052/1000-0992-2005-301
Citation: bao & strXing &, . A NEW APPROXIMATE METHOD FOR ANALYSIS OF THE TRUSS WITHOUT DIAGONALS[J]. MECHANICS IN ENGINEERING, 2006, 28(4). DOI: 10.6052/1000-0992-2005-301

求解无斜腹杆桁架的一种新近似法

A NEW APPROXIMATE METHOD FOR ANALYSIS OF THE TRUSS WITHOUT DIAGONALS

  • 摘要: 无斜腹杆桁架越来越多地应用于各类公共建筑,作为一种小型而具有高次超静定结构,它缺乏方法简单且结果合理的计算手段.利用结构力学原理和对称性导出了上述钢桁架内力的近似计算方法.通过精度分析和实例计算证明其结果合理,算法简单,便于应用.

     

    Abstract: The steel truss without diagonals is applied widely in all kinds of public buildings. As a kind of small structurewith high redundant number, a simplecalculation method is hard to find for reasonable results. An approximate method tocalculate this steel truss is found by use of the principleof structural mechanics and symmetries. Accurate analysis andcalculation of examples indicate that the results of this method arereasonable and the method is also convenient for applications.

     

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